Hello,
I would like to change Young modulus value after first phase of loading.
Is it possible to change material parameters during calculations?
Thank you in advance,
Anna
Hello,
I am tring to calculate loading test of small scale pile in ABAQUS CAE. Results which I get are rediculus. I am afraid it can be connected with invalid definition of geostatic state of stress (gravity g=10 m/s). I checked the units but there is ok with them.
Axisymmetric model...